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Tender Value
₹4.6 Cr
EMD Value
₹9.1 L
Closing Date
12 Jun 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WORKS
14 conditions · 2 needing a document upload
10.2 - Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees. N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, as provided at Page 41 of tender documents, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
10.1 Technical Eligibility Criteria: (a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Non-submission of the Completion certificate issued by the Competent Authority shall result into summarily rejection of the offer.
Defination of Similar Work :- 3.1 - Any Civil Construction or repair work
24 conditions · 3 needing a document upload
"The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if applicable.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tenderers are required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) has been introduced and available on website with all correction slips issued up to date for inviting tender and same will be applicable for this tender. Advance Correction Slip No. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 and 11 to Indian Railways Standard General Conditions of Contract, April - 2022 circulated by the Railway Board vide letter No. 2022/CE-I/ CT/GCC-2022/Policy dated 14.07.2022, 13.12.2022, 26.04.2023, 07.08.2023, 20.10.2023 , 21.12.2023, 25.09.2024, 20.12.2024, 09.01.2025,04.03.2025 and 13.03.2026 are applicable to this tender.
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
As per ACS 1 to GCC April 2022, issued vide Railway Board's letter dt. 14.07.2022, PVC Clause shall be applicable only in tenders having advertised value above Rs. 2 Crores provided to the provisions as per clause 46A-1. Tenderers should take a note and quote their rates accordingly.
In case Civil work tenders, the quantity of cement required in the items where necessary, will be used by the contractor on the same rates as accepted in tender, as per the quantity mentioned against each item in USSOR/DSR, though not mentioned in tender schedule.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value,
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of Sr. DFM/WCR/BPL, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid.
Ruthiyai-Maksi section: Construction of New station building in lieu of Old station building at Khumbhraj and Chachora Binaganj stations.
WCR-BPL-W-26-27-W-06-33
WCR-BPL-W-26-27-W-06-33
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹9.1 L
12 Jun 2026
21 May 2026
29 May 2026
174 items across 3 schedules · ₹4,61,29,415.46 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 795 | 177.5 | 1,41,112.5 |
| 2 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 100 | 215.6 | 21,560 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 400 | 196 | 78,400 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 384 | 700.5 | 2,68,992 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 48 | 2,123.75 | 1,01,940 |
| 6 | All kinds of soil | Sqm | 1000 | 34.15 | 34,150 |
| 7 | Beyond 30 cm girth upto and including 60 cm girth | Each | 10 | 532.35 | 5,323.5 |
| 8 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 50 | 93.05 | 4,652.5 |
| 9 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 121.12 | 8,340.85 | 10,10,243.75 |
| 10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 139 | 7,294.7 | 10,13,963.3 |
| 11 | Foundations, footings, bases for columns | Sqm | 109 | 392.15 | 42,744.35 |
| 12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 1087 | 18.15 | 19,729.05 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 429 | 392.15 | 1,68,232.35 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 961 | 842.5 | 8,09,642.5 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1311 | 927.25 | 12,15,624.75 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1236 | 736.4 | 9,10,190.4 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 604 | 961.3 | 5,80,625.2 |
| 18 | Stairs, (excluding landings) except spiral- staircases | Sqm | 200 | 764.95 | 1,52,990 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 97500 | 107.85 | 1,05,15,375 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 551 | 9,504.75 | 52,37,117.25 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 424 | 9,860.4 | 41,80,809.6 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 292.5 | 733.5 | 2,14,548.75 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 43 | 7,132.25 | 3,06,686.75 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 221 | 9,105.95 | 20,12,414.95 |
| 25 | Area of slab over 0.50 sqm | Sqm | 40 | 5,136.3 | 2,05,452 |
| 26 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 87.8 | 1,267.95 | 1,11,326.01 |
| 27 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 75.6 | 3,473.85 | 2,62,623.06 |
| 28 | 20 mm dia | Metre | 45 | 393.25 | 17,696.25 |
| 29 | With 12 mm mild steel U beading | Sqm | 84.6 | 939.2 | 79,456.32 |
| 30 | 300x16 mm | Each | 30 | 216.55 | 6,496.5 |
| 31 | 250x10 mm | Each | 30 | 83.9 | 2,517 |
| 32 | 125 mm | Each | 30 | 39.95 | 1,198.5 |
| 33 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 30 | 121.65 | 3,649.5 |
| 34 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 10 | 1,124.85 | 11,248.5 |
| 35 | 300x16 mm | Each | 6 | 303.25 | 1,819.5 |
| 36 | 150x10 mm | Each | 6 | 82.55 | 495.3 |
| 37 | 100 mm | Each | 12 | 59.55 | 714.6 |
| 38 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 30.6 | 492.7 | 15,076.62 |
| 39 | 30 mm thick pre laminated PVC door shutters | Sqm | 11.34 | 3,663.8 | 41,547.49 |
| 40 | 18 mm thick | Sqm | 100 | 1,362.3 | 1,36,230 |
| 41 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1000 | 133.7 | 1,33,700 |
| 42 | Hot finished welded type tubes | Kg | 2000 | 194.4 | 3,88,800 |
| 43 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 40 | 226 | 9,040 |
| 44 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1500 | 172.6 | 2,58,900 |
| 45 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 700 | 772.4 | 5,40,680 |
| 46 | Dark shade pigment using ordinary cement | Sqm | 500 | 1,442.15 | 7,21,075 |
| 47 | 25 mm thick | Sqm | 300 | 1,948.25 | 5,84,475 |
| 48 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 100 | 1,096.55 | 1,09,655 |
| 49 | Size of Tile 800x800 mm | Sqm | 744 | 1,885.5 | 14,02,812 |
| 50 | Size of Tile 800x800 mm | Sqm | 200 | 1,958.45 | 3,91,690 |
| 51 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 200 | 3,186.7 | 6,37,340 |
| 52 | 110 mm diameter | Metre | 200 | 377.4 | 75,480 |
| 53 | 110 mm | Each | 40 | 371.3 | 14,852 |
| 54 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 200 | 738.65 | 1,47,730 |
| 55 | 1:4 (1 cement: 4 fine sand) | Sqm | 2385 | 347.05 | 8,27,714.25 |
| 56 | 1:3 (1 cement : 3 fine sand) | Sqm | 918 | 300.45 | 2,75,813.1 |
| 57 | Neat cement punning. | Sqm | 100 | 79.95 | 7,995 |
| 58 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 2385 | 193.7 | 4,61,974.5 |
| 59 | Two or more coats on new work | Sqm | 200 | 155.9 | 31,180 |
| 60 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 2385 | 156.05 | 3,72,179.25 |
| 61 | Moorum | cum | 500 | 768.25 | 3,84,125 |
| 62 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 1000 | 972 | 9,72,000 |
| 63 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 6,767.4 | 40,604.4 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 8,006.6 | 48,039.6 |
| 65 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 6 | 2,226.35 | 13,358.1 |
| 66 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 6 | 1,648.95 | 9,893.7 |
| 67 | 40 mm dia | Each | 20 | 116.7 | 2,334 |
| 68 | Rectangular shape 453x357 mm | Each | 4 | 1,361.8 | 5,447.2 |
| 69 | 20 mm nominal dia Pipes | Metre | 200 | 537.6 | 1,07,520 |
| 70 | 25 mm nominal dia Pipes | Metre | 200 | 627.25 | 1,25,450 |
| 71 | 20 mm nominal bore | Each | 4 | 462.5 | 1,850 |
| 72 | 25 mm nominal bore | Each | 10 | 464.05 | 4,640.5 |
| 73 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 4000 | 11 | 44,000 |
| 74 | 15 mm nominal bore | Each | 12 | 506.8 | 6,081.6 |
| 75 | 15 mm nominal bore | Each | 12 | 670.45 | 8,045.4 |
| 76 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 125.6 | 2,512 |
| 77 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 118.5 | 1,185 |
| 78 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 10 | 208.45 | 2,084.5 |
| 79 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 40 | 112.8 | 4,512 |
| 80 | 125 mm nominal dia with 25 mm waste hole | Each | 10 | 51.85 | 518.5 |
| 81 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 10 | 257.6 | 2,576 |
| 82 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 4 | 111.45 | 445.8 |
| 83 | 25mm nominal bore, weighing not less than 62 gms | Each | 10 | 113.35 | 1,133.5 |
| 84 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,707.65 | 27,076.5 |
| 85 | 300 mm dia. R.C.C. pipe | Metre | 200 | 994.3 | 1,98,860 |
| 86 | 300 mm dia piles | Metre | 1000 | 3,065.6 | 30,65,600 |
| 87 | 300 mm dia piles | Each | 200 | 2,626.3 | 5,25,260 |
| 88 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 300 | 530.9 | 1,59,270 |
| 89 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 300 | 634.45 | 1,90,335 |
| 90 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 160 | 1,176.8 | 1,88,288 |
| 91 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 50 | 1,685.4 | 84,270 |
| 92 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 20 | 638.35 | 12,767 |
| 93 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 25 | 5,325.9 | 1,33,147.5 |
| Schedule total | ₹4,37,10,931.5 | ||||
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